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    The Case of a Broken Plank

    Source: Journal of Performance of Constructed Facilities:;2001:;Volume ( 015 ):;issue: 002
    Author:
    Fabian C. Hadipriono
    DOI: 10.1061/(ASCE)0887-3828(2001)15:2(77)
    Publisher: American Society of Civil Engineers
    Abstract: A construction worker was seriously injured after falling from a roof to a concrete floor. He was working on a plank while placing insulation material when the accident occurred. The plank broke into three pieces. Visual observation of the plank indicated a relatively new plank. Further investigation of the plank revealed a grade of structural plank no. 2. A common practice is for a construction worker to use scaffold grade plank, which has twice the capacity of a structural grade plank. This represents the most probable procedural cause of the plank's failure. The most probable enabling cause (internal cause) of the failure is a local split at the midspan, whereas the most probable triggering cause (external cause) is the impact loads produced by the weight of the worker and the insulation material he carried while walking on the plank. The study also concluded a failure mechanism that was initiated by a longitudinal split at the midspan of the plank. The split weakened the plank and led to a transverse break at the midspan.
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      The Case of a Broken Plank

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    http://yetl.yabesh.ir/yetl1/handle/yetl/44249
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    contributor authorFabian C. Hadipriono
    date accessioned2017-05-08T21:14:57Z
    date available2017-05-08T21:14:57Z
    date copyrightMay 2001
    date issued2001
    identifier other%28asce%290887-3828%282001%2915%3A2%2877%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44249
    description abstractA construction worker was seriously injured after falling from a roof to a concrete floor. He was working on a plank while placing insulation material when the accident occurred. The plank broke into three pieces. Visual observation of the plank indicated a relatively new plank. Further investigation of the plank revealed a grade of structural plank no. 2. A common practice is for a construction worker to use scaffold grade plank, which has twice the capacity of a structural grade plank. This represents the most probable procedural cause of the plank's failure. The most probable enabling cause (internal cause) of the failure is a local split at the midspan, whereas the most probable triggering cause (external cause) is the impact loads produced by the weight of the worker and the insulation material he carried while walking on the plank. The study also concluded a failure mechanism that was initiated by a longitudinal split at the midspan of the plank. The split weakened the plank and led to a transverse break at the midspan.
    publisherAmerican Society of Civil Engineers
    titleThe Case of a Broken Plank
    typeJournal Paper
    journal volume15
    journal issue2
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)0887-3828(2001)15:2(77)
    treeJournal of Performance of Constructed Facilities:;2001:;Volume ( 015 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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